Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 457
The hydrodynamic loading regime that would be applicable to such structures is
dependent primarily on the KeuleganCarpenter number Kc and diameter /
wavelength ratio ( DA ) of the principal elements of the structure that are being ...
The hydrodynamic loading regime that would be applicable to such structures is
dependent primarily on the KeuleganCarpenter number Kc and diameter /
wavelength ratio ( DA ) of the principal elements of the structure that are being ...
Page 458
where the first order velocity potential o is obtained via A somewhat simplified
model for such an offshore structure would correspond to a single vertical surface
- piercing cylinder of diameter D , for which f ( z , t ) is determined by the loading ...
where the first order velocity potential o is obtained via A somewhat simplified
model for such an offshore structure would correspond to a single vertical surface
- piercing cylinder of diameter D , for which f ( z , t ) is determined by the loading ...
Page 58
( 12 ) Norwegian Petroleum Directorate , " Guidelines for the Determination of
Loads and Load Effects " , 1990 . ... A Probabilistic Approach to Failure of a Clay
in Cyclic Loading " , Proceedings , ICASP5 , Vancouver , B.C. , Canada , 1987 .
( 12 ) Norwegian Petroleum Directorate , " Guidelines for the Determination of
Loads and Load Effects " , 1990 . ... A Probabilistic Approach to Failure of a Clay
in Cyclic Loading " , Proceedings , ICASP5 , Vancouver , B.C. , Canada , 1987 .
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
Copyright | |
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces